Plans RECENED
APR 3 2020
CITY OF TIGARD
BUILDING DIVISION
Building Plans for City of Tigard Building Permit Application
Customer: The Fountains at Summerfield condominiums HOA
15685 SW 116th Ave., #105
Tigard, OR 97224
Contact - Paul Brock, 858-212-9105, pbrock987@gmail.com
Contractor: Jon Erickson, 503-730-9220 OFFIG COPY
ion.eveniobs@gmail.com CCB 162397 CITY OF TIGARD
REVIEWED FOR CODE COMPLIANCE
Scope of Work— Repair Decks Approved:
• Replace perimeter joists with PT OTC: I
• Repair joist and soffit dry rot Permit #: avionpz,p Epp J 1
aca U91 Address: itc`'64.5—S Sw > >y inT—
• Replace 42 guardrail and infill to comply with Suite #
IBC multi-family code
By: Date:e1_a9 -ao
VALIDITY ®F Pr`E? 11—
File Name: Fountains Deck Permit Plans REVISED.pptx THE ISSUANCE OF A PEGP'MT
BASED ON CCNSTRH'CT!ON
DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS. OSSC 105.4
3/19/20 Fountains at Summerfield - Deck Building Plans 1
•
Typical Deck Construction and Size — 102 SF
Brick Col. 114.5"
ISxik.S < Imbedded 6x6 PT
�— �— 4x4 PT Posts
A
2 x 8 PT blocking between
joists attached with
Three 16D 3-1/2"n HDG
><--->< Ref: 2014 Oregon Structural
43" 15" 56.5" Specialty Code—Table
2304.9.1-29
2"x8" Joists 16" OC Blocking supports Simpson
Rim joist attached to Tension Ties DTT2Z.Two
lateral joists with DTT2Z brackets required for
Three 16D 3-1/2"n HDG posts in this position. See
Beam — 6"x10" Simpson Wood Connection
Ref: 2014 Oregon Connectors 2018-18 Deck
Structural Specialty ^ Tension Ties—page 337
Code—Table o;
N
2304.9.1-29 r'
House— Brick exterior
Q
43"
Scale— 12"/increment
3/19/20 Fountains at Summerfield - Deck Building Plans 2
Water Penetration Remediation — Cross Section
Posts—4x4 PT Flashing 2" x 3"
Resurfacing material
3/4" exterior plywood decking
N
0
C
03
x
N
Hardi-plank Fascia 9.25" x .25". Applied with exterior
adhesive and secured with post bolts. Wicking protection for soffit
provided by%" extension. Pre-paint before adding flashing
1/2" plywood soffit
Scale — 1" increment
3/19/20 Fountains at Summerfield - Deck Building Plans 3
Guard Rail Post — Simpson Tension Ties
Posts—4x4 PT
Simpson DDT2Z
Attach to lateral joist with
8 SDS 1.5 screws
%" x 6" Machine Bolt DTT2Z supports 1800 lb.
HDG with nuts and
tension load. Meets IBC
washers ' Code for multi-family deck
w 'o guardrails.
x, E Refer to attached Simpson
catalog- Deck Tension Ties
Lateral Joist page 337
N���������������������� Also refer to Simpson code
compliant Guardrail Post
Connection bulletin
T-C-GRDRLPST17
Scale—1" increment
3/19/20 Fountains at Summerfield - Deck Building Plans 4
Typical Guardrail and Infill Section — 50" max. between posts
Simpson Strong Drive
A I Wide Screw SDWS 4",
i ' Railing 2 x 4 TKC D 2 3/8"TL. Two per
Cap Rail —Trex e , end, three in mid span
1" x 5.5"
attached to 1
i
Railing with I
exterior
adhesive.
i
i,
Railing Support Mil I
v 2x4TKC . o
a
oo Attached to
Ni
Railing and a Installation of
Posts with balasters and rails
adhesive and per mfg installation
Simpson instructions.
Strong Drive
Wide Screw
SDWS 4", I Railing 2 x 4 TKC Railing Infill -
2 3/8" TL. I DecKorator aluminum
V _ 2.75" space balaster%" x 32".
• • Spacing 3.75"
DecKorator
Scale 1" increments CodeCompliance
Research Report
I " " " " " ' i CCRR-0161
3/19/20 Fountains at Summerfield - Deck Building Plans 5 of 5